Problem Solving (Show the corresponding solution) 1. In a closed traverse ABCDE running anti-clockwise, calculate the missing data. Length (m) 343.56 371.08 Line Azimuth АВ 245° 18' Вс ? CD ? 113°37' 37°25' 321°42' DE 417.66 EA 457.25

Problem Solving (Show the corresponding solution) 1. In a closed traverse ABCDE running anti-clockwise, calculate the missing data. Length (m) 343.56 371.08 Line Azimuth АВ 245° 18' Вс ? CD ? 113°37' 37°25' 321°42' DE 417.66 EA 457.25

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

Problem Solving (Show the corresponding solution)
1. In a closed traverse ABCDE running anti-clockwise, calculate the missing data.
Length (m)
343.56
371.08
Line
Azimuth
АВ
245° 18'
Вс
?
CD
?
113°37'
37°25'
321°42'
DE
417.66
EA
457.25

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A 5-sided closed traverse that needs correction has the following distances and azimuths:AB = 285.10 m <26°10'BC = 610.45 m <104°35'CD = 720.48 m <195°30'DE = 203.00 m <358°18'EA = 647.02 m <306°54'
A 5-sided closed traverse that needs correction has the following distances and azimuths: AB = 285.10 m <26°10' BC = 610.45 m <104°35' CD = 720.48 m <195°30' DE = 203.00 m <358°18' EA = 647.02 m <306°54' Determine the value of the error in latitude.
Solve for the missing measurements (Bearings of line BC and DE) given the data for a closed traverse. Line Length Bearing AB 529.6 N 48° 20' E BC 592 ? CD 563.6 S 7° 59' E DE 753.4 ? EA 428.2 N 48° 12' W
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)DETERMINE THE CORRECTED LATITUDE OF THE LINE CD.
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